I-15 (SR-15) SBL over CO. RD. NEAR STEEL RANCH
Map
Coordinates:
+39.89500, -111.8283339°53'42" N, 111°49'42" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-15 (SR-15) SBL over CO. RD. NEAR STEEL RANCH |
Structure number: | 3C 608 |
Location: | 5.4 MI.NO. OF MONA INTCHG |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 35.4 ft. [10.8 m] |
Total length: | 84.6 ft. [25.8 m] |
Roadway width between curbs: | 40.4 ft. [12.3 m] |
Deck width edge-to-edge: | 44.3 ft. [13.5 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 7° |
Owner: | State Highway Agency [01] |
Year built: | 1974 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 3 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: March 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 19,345 [as of 2014] |
Truck traffic: | 26% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 95.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2017 | Fair | Satisfactory | Good | Good | 19345 | 95.1 |
March 2015 | Fair | Satisfactory | Good | Good | 10683 | 94.3 |
March 2013 | Fair | Satisfactory | Good | Good | 10913 | 95.5 |
March 2011 | Fair | Satisfactory | Good | Good | 13690 | 95.3 |
January 2009 | Good | Good | Good | Good | 13690 | 95.3 |
November 2007 | Good | Good | Good | Good | 12161 | 95.4 |
June 2005 | Good | Good | Good | Good | 12161 | 95.4 |
February 2003 | Good | Good | Good | Good | 9342 | 95.6 |
November 2000 | Good | Good | Good | Good | 8508 | 90.6 |
December 1998 | Good | Good | Good | Good | 8508 | 90.6 |
January 1997 | Good | Good | Very Good | Good | 6210 | 89.7 |
May 1995 | Good | Good | Very Good | Good | 6210 | 92.5 |
June 1993 | Good | Good | Very Good | Good | 5825 | 92.5 |
April 1991 | Good | Good | Very Good | Good | 5120 | 92.6 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Steel Girder/Beam | linear ft. | 587 | 387 | 200 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 3,730 | 3,312 | 400 | 18 | 0 |
Substructure |
Reinforced Concrete Column | each | 4 | 4 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 89 | 82 | 7 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 83 | 83 | 0 | 0 | 0 |
Bearings |
Fixed Bearing | each | 14 | 0 | 14 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 213 | 199 | 12 | 2 | 0 |